1. CONFIRMATION NOTICE DY06 _7 - Final Report AI 15
    2. CONFIRMATION NOTICE DY06 _7 - Final Report AI 16
    3. CONFIRMATION NOTICE DY06 _7 - Final Report AI 96
    4. CONFIRMATION NOTICE DY06 _7 - Final Report AI 135
    5. CONFIRMATION NOTICE DY06 _7 - Final Report AI 143
    6. CONFIRMATION NOTICE DY06 _7 - Final Report AI 144

     
    ALEXANDER ISLAND
    BORING SUMMARY SHEET
    BORING ID:
    13-B04
    BORING TYPE:
    Borrow Source
    DEPTH:
    15'
    ELEVATION:
    28.02'
    X (US SURVEY FT):
    3225085.04
    Y (US SURVEY FT):
    13829951.90
    DEPTH TO WATER:
    3.5'

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    ( L(t.{o
    Client: USACE-Galveston District
    Boring:
    !3-
    Date/Time Drilling
    Driller:
    S
    Drill Rig:
    Total depth:
    Initial Water Encounter (Depth, date/ti
    Sample
    Amount
    Pocket
    Shear
    q
    5'2-
    Z (Elevation):
    13 -
    r~(j
    '-)
    15
    ~
    D600
    J
    D
    to(."
    Water Depth (15 min.): 3.
    ~ ~+
    USCS
    Material
    ~
    Number
    Feet
    Log
    Interval
    Obtained
    Blow
    of Tubes
    Pene.
    Strength
    Description (SOIL TYPE. color. mOisture. plasticity, consistency. density. inclusions, etc.)
    (ft)
    (in)
    Counts
    (tsf)
    (tsf)
    0
    SM
    0-2
    )~
    5-(
    \ (1
    ,.,
    ,.,
    5
    1
    ./'
    V',
    [....00
    fe..
    10
    511
    20--~
    __
    ~L-
    __
    ~
    ______
    J-__
    ~~~-L
    ____
    ~
    ____
    ~
    ______
    ~
    __________________________________________
    ~
    Weather: .)v/\I\'"6 I
    ,\;~"'\
    Q,r(,t.1..
    t
    J "-,,,:So!=,
    Comments:
    F-c.. --
    ~,,"-
    --to COorSe.
    ':j''''(I\.td,
    US Army Corps of Engineers, Southwestern Division
    Galveston District
    2000 Fort Point Road/P.O. Box 1229
    Galveston. TX 77553-1229
    Alexander Island
    .:
    .~
    :
    Houston Ship Channel
    Baytown, TX
    Quaternary Resource Investigations,
    L.L.e.
    Gove't-nment
    &
    IndustJy in Hannon)' with the Environment
    13$8.8'Florida Boulevard, Baton Rouge, Louisiana 70819
    r. '.;.
    B=bag, T=tube

    alt
     
    36
    13
    30
    20
    23
    -
    -
    -
    -
    16
    0
    12
    0
    12
    0
    3
    ST
    NR
    SS
    NR
    SS
    NR
    SS
    2-2-1
    (3)
    4-7-8
    (15)
    0-0-1
    (1)
    Slightly silty SAND; fine to coarse grained,
    light grayish brown, moist, very loose, with
    abundant shell fragments
    wet, slightly silty and clayey
    fine to medium grained, light gray, dense,
    no apparent shell fragments
    dark gray
    Bottom of borehole at 15.0 feet.
    SM
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Eddie Ficker
    GROUND ELEVATION
    28.0173 ft
    NORTHING
    13829952 ft
    WEATHER
    sunny, 65, slight breeze
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3225085 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    15 ft
    DATE STARTED
    12/17/2013 2:40:00 PM
    COMPLETED
    12/17/2013 3:55:00 PM
    AT TIME OF DRILLING
    3.70 ft / Elev 24.32 ft
    24 HOURS AFTER DRILLING
    3.50 ft / Elev 24.52 ft
    PLASTIC
    LIMIT
    PLASTICITY
    INDEX
    MINUS #200 SIEVE
    CONTENT (%)
    LIQUID
    LIMIT
    ATTERBERG
    LIMITS
    MOISTURE
    CONTENT (%)
    DRY UNIT WT.
    (pcf)
    FIELD TORVANE
    (tsf)
    POCKET PEN.
    (tsf)
    RECOVERY
    (in)
    SAMPLE TYPE
    DEPTH
    (ft)
    0
    5
    10
    15
    SPT BLOW
    COUNTS
    (N VALUE)
    GRAPHIC
    LOG
    MATERIAL DESCRIPTION
    USCS SYMBOL
    COMPRESSIVE
    STRENGTH (tsf)
    FAILURE
    STRAIN (%)
    CONFINING
    PRESSURE (psi)
    PAGE 1 OF 1
    BORING NUMBER 13-B04
    CLIENT
    USACE-Galveston District
    PROJECT NUMBER
    W912HY-13-D-0001-DY06
    PROJECT NAME
    Alexander Island
    PROJECT LOCATION
    Alexander Island, Baytown, TX
    COPY OF PEGGY LAKE GEOTECH BH - PEGGY LAKE TEMPLATE.GDT - 4/4/14 15:02 - F:\QRI DATA\TECHNICAL\JOBS (CURRENT)\ACE - GALVESTON\2012-12-20 GEOTECHNICAL CONTRACT\TASK ORDER DY06 2013-09-10 ALEXANDER ISLAND\DELIVERABLES\ALEXANDE
    Quaternary Resource Investigations, LLC
    13588 Florida Boulevard
    Baton Rouge, LA 70820
    Telephone: 225-292-1400
    Fax: 225-292-1404

     
    3/8 4 10 40 100 200 gravel sand silt clay
    sieve
    200
    C Wc γd
    C Wcγd
    C φ Wc
    C φ c̕φ̕Wcγd
    ft
    tsf tsf bl/ft % % % % % % % % % % % % % %
    % pcf
    ksf
    % pcf
    ksf
    % pcf
    ksf
    º
    %
    ksf
    º
    ksf
    º
    %
    pcf
    0-2
    1.0
    43
    16
    27
    CL*
    22
    2-4
    2.0-2.5
    23
    4-6
    -
    100
    97
    11
    0
    89
    11
    SP-SC*
    23
    5-8.5
    8.5-10
    -
    0
    100
    100
    52
    0
    48
    52
    CL*
    28
    10-13.5
    -
    13.5-15
    -
    4
    33
    0-2
    1.0-2.0
    44
    14
    30
    CL*
    20
    2-4
    -
    34
    12
    22
    99
    98
    98
    89
    49
    2
    49
    49
    SC
    19
    4-5
    0.5-2
    32
    11
    21
    100
    100
    99
    93
    67
    0
    33
    67
    CL
    21
    5-7
    1.0-2.0
    7-9
    -
    100
    100
    100
    88
    61
    0
    39
    61
    CH*
    33
    9-10
    0
    0.25
    78
    10-12
    0
    0.35
    12-14
    0.5
    0.5
    14-15.5
    -
    8
    24
    0-2
    1.25
    47
    16
    31
    CL*
    15
    104
    0.40
    15
    104
    CL**
    2-3.5
    -
    99
    98
    95
    79
    47
    2
    51
    47
    SC*
    17
    4-5
    -
    7
    100
    98
    95
    77
    47
    2
    51
    47
    SC*
    22
    5-8.5
    8.5-10
    -
    4
    74
    24
    50
    CH*
    54
    10-12
    0/0.75
    0.2/-
    74
    55
    0.24
    74
    55
    CH**
    12-14
    1.5
    19
    12
    7
    CL-ML*
    16
    14-15.5
    0-0.75
    12
    27
    0-2
    -
    13
    2-3.5
    3.5-5
    -
    3
    100
    96
    89
    63
    36
    4
    60
    36
    SM*
    30
    5-8.5
    8.5-10
    -
    15
    20
    10-12
    13.5-15
    -
    1
    23
    0-2
    -
    29
    13
    16
    100
    99
    99
    94
    80
    1
    19
    80
    CL
    30
    2-4
    -
    16
    4-5.5
    8
    20
    5.5-8.5
    8.5-10
    3
    26
    10-12
    13.5-15
    14
    28
    0-2
    -
    100
    98
    59
    16
    0
    84
    16
    SC*
    9
    2-3.5
    3.5-5
    -
    4
    18
    5-8.5
    8.5-10
    -
    5
    25
    10-12
    13.5-15
    -
    13
    41
    0-2
    -
    100
    98
    86
    69
    0
    31
    29
    40
    69
    CH*
    25
    2-3.5
    3.5-5
    -
    10
    26
    5-8.5
    No recovery at depth 5‐8.5.
    8.5-10
    -
    4
    21
    10-12
    13.5-15
    0
    0.35
    13
    41
    0-2
    -
    23
    2-3.5
    3.5-5
    -
    7
    18
    0.30
    40
    18
    SP**
    Classified as unsuitable during suitability testing. Suitable during sample pr